Foundation treatment method based on dynamic accurate control on nonuniform settlement
A technology of precise control and foundation treatment, applied in soil protection, infrastructure engineering, construction, etc., can solve problems such as unevenness, achieve good water permeability, precise control of foundation settlement, and large permeability coefficient
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example 1
[0038] The bearing layer (hard shell) of the natural foundation in a certain area is relatively thin, and the soil with a buried depth of about 4 m to 20 m is a muddy clayey soil with high compressibility, high sensitivity, low strength, and low permeability, with high water content. The porosity is large, the soil compression modulus is small, and the thickness is between 10 m and 25 m. It is the main weak underlying layer of the natural foundation. Now a residential building with a length of 38 m, a width of 21 m and a height of 32 m needs to be built on this foundation. Since the bearing layer is thin and the underlying soft soil layer is thick, in order to improve the bearing capacity of the foundation and accurately deal with the problems caused by the uneven settlement of the foundation, the foundation treatment method based on the dynamic and accurate control of uneven settlement can be used to treat this kind of Engineering needs to be processed.
[0039] The permeable...
example 2
[0042] A 5-story brick-and-concrete office building with a frame structure in a certain unit, with a plane size of about 76×18 m and a building area of 3 900 m 2. The geological conditions from top to bottom are miscellaneous fill, silty clay, silty silty clay, silty clay and silty clay. The maximum thickness of clay is 2.5m, and the thickness of silty clay is 3.5m~5.2m. In order to prevent and deal with the problems caused by uneven settlement of the foundation, the foundation treatment method based on the dynamic and precise control of uneven settlement can be used to treat the foundation.
[0043] The permeable piles are arranged with pipe piles, the pile caps are connected to the drainage pipes (branch pipes of the vacuum pipe network) and sealed with the prefabricated permeable piles, and the piles are driven below the groundwater level. The foundation is divided into unit areas, and each unit area is composed of 8 to 20 adjacent piles, and is equipped with a vacuum d...
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